I have just installed an Rsj on a load bearing wall and it is all gone in fine.The problem is that there is no space above the rsj for packing any mortar or slate.It is sitting very flush with the bricks.
Is this a fail when building inspector comes and visit.Because the cut in the wall was made to the precision this has happened. What is the reason/theory of packing above the rsj with mortar, slate etc.If a beam is sitting directly below the masonry without any gap is it dangerous or will it fail under load.
Thanks.
Is this a fail when building inspector comes and visit.Because the cut in the wall was made to the precision this has happened. What is the reason/theory of packing above the rsj with mortar, slate etc.If a beam is sitting directly below the masonry without any gap is it dangerous or will it fail under load.
Thanks.